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ARUP; ISBN: 978-0-9562121-5-3 - CMBBE 2012 - Cardiff University

ARUP; ISBN: 978-0-9562121-5-3 - CMBBE 2012 - Cardiff University

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3.2 Coupled elastic-biphasic model<br />

In order to describe the complete PDL-tooth system, the biphasic model has to be<br />

complemented with elastic model for the tooth. The tooth can be considered a rigid<br />

body with respect to the PDL so that small strain occurs in Ω E , the reference domain of<br />

the tooth. Therefore the momentum equation is solved with a linear elastic law for the<br />

stress tensor σ E . At the interface Γ I between the tooth and the PDL, the following<br />

compatibility conditions should hold:<br />

u S = u E<br />

(σ S +σ F )⋅ν B = −σ E ⋅ν E .<br />

4. TIME DISCRETIZATION AND WEAK FORM<br />

Since we are dealing with a constrained problem, an implicit time discretization is more<br />

suitable since the Lagrange multiplier has no initial condition. Introducing the time step<br />

Δt at the time n the following stationary non-linear problem has to be solved:<br />

−Div(F n S n − J n p n (F −T ) n ) = 0<br />

−J n + ΔtDiv((J n n<br />

k<br />

− nS0 )<br />

γ (C−1 ) n ∇p n ) = −J n−1<br />

Multiplying the first line by a sufficiently smooth vector valued test function v and the<br />

second line by a scalar function q , we obtain the weak formulation after integration by<br />

parts:<br />

(F n S n − J n p n (F −T ) n ∫ ) :V = ∫ t ⋅ v<br />

Ω B<br />

− J n ∫ q − Δt (J n ∫ − nS0) ∫ − ∫ gq<br />

Ω B<br />

Ω B<br />

k n<br />

∂Ω B<br />

γ (C−1 ) n ∇p n ⋅ ∇q = − J n−1 q<br />

ΩB where V = ∇v . The test functions are chosen such that they vanish where a Dirichlet<br />

boundary condition is imposed. On the remaining part of the boundary, t represents the<br />

boundary forces applied on the biphasic body, while g is the net flux of fluid through<br />

the boundary surface. A homogeneous Neumann condition on the boundary indicates<br />

that no liquid is flowing and the total volume is preserved.<br />

5. LINEARISATION AND FINITE ELEMENT DISCRETISATION<br />

The system (13) is a non-linear saddle-point problem and for its solution we use the<br />

Newton method. At every time step, we introduce a subscript j to denote the Newton<br />

n<br />

iterations. As initial guess (uS )0 the displacement at the previous time step is employed.<br />

A similar approach for the pressure led to instabilities and convergence was possible<br />

∂Ω B<br />

(12)<br />

(13)

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